ITBCIP250438_Signalization_of_SW_43rd_Court_SW_20th_Street_-_REVISED_Exhibit_C_-_Plan_Set.pdf

STRAIN POLE SIGNALIZATION

at the INTERSECTION of SW 20th STREET and

SW 44th AVENUE / SW 43rd COURT

CONTRACT PLANS

PROJECT ID: ENGCIP 24-0019

CONTRACT No. CIP/250438

CITY ENGINEER'S OFFICE

TRANSPORTATION ENGINEERING

1805 NE 30th AVENUE, BLDG 300

OCALA, FLORIDA 34470-4877

STRAIN POLE

SIGNALIZATION KEY SHEET

T01

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

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Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

N

POSTED SPEED LIMIT

SW 44th AVENUE (NORTH) = 45 MPH SW 20th STREET (E & W) = 45 MPH SW 43rd COURT (SOUTH) = 40 MPH

PROJECT LOCATION MAP

NOT to SCALE

PROJECT

LOCATION

INDEX OF SHEETS

SHEET No SHEET DESCRIPTION

T01 STRAIN POLE SIGNALIZATION KEY SHEET

T02 STRAIN POLE SIGNATURE SHEET

T03 GENERAL NOTES

T04 STRAIN POLE SIGNALIZATION NOTES

T05 ENVIRONMENTAL NOTES

T06 ABBREVIATIONS AND LEGENDS

T07 STRAIN POLE PAY ITEM LISTING AND QUANTITIES

T08 STRAIN POLE SIGNALIZATION PLAN, DETAILS, AND SCHEDULES

T09 STRAIN POLE PEDESTRIAN SIGNAL PLAN VIEW DETAILS

T10 NORTHWEST & NORTHEAST RETAINING WALL DETAILS

T11 STRAIN POLE TABULATION AND SPECIFICATIONS

T12 SOIL BORING LOCATION MAP, TABLE, AND LOGS

T13 and T14 SIGNING & PAVEMENT MARKING REMOVAL (2 sheets)

T15 and T16 PROPOSED SIGNING AND PAVEMENT MARKING (2 sheets)

S01 STRAIN POLE SCHEDULE AND NOTES (STRUCTURAL PE CERTIFICATION)

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

BID PLANS

GOVERNING AGENCY DOCUMENTS

U.S. DEPARTMENT OF TRANSPORTATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(2023 EDITION )

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION

(FY 2024-25 VERSION )

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

(FY 2024-25 VERSION )

FLORIDA DEPARTMENT OF TRANSPORTATION, MANUAL ON UNIFORM MINIMUM STANDARDS FOR

DESIGN CONSTRUCTION, AND MAINTENANCE OF STREET & HIGHWAYS "FLORIDA GREEN BOOK"

(2018 EDITION)

CITY OF OCALA, LAND DEVELOPMENT CODE ( CURRENT VERSION: MAY 17, 2024 )

CITY OF OCALA, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF STREETS, STORMWATER,

TRAFFIC, WATER & SEWER INFRASTRUCTURE (JANUARY 2025 )

UTILITY COMPANIES

UTILITY COMPANY NAME CONTACT PHONE No EMERGENCY

CITY OF OCALA WATER & SEWER HECTOR A COLON, PE (352) 401-6944 (352) 351-6782

CITY OF OCALA ELECTRIC UTILITY STEVE C SHORT (352) 351-6619 (352) 351-6666

CITY OF OCALA FIBER NETWORK (FOC) BILL WEAKLAND (352) 351-6912 N/A

CITY OF OCALA TRAFFIC SYSTEMS NICK BLIZZARD (352) 351-6707 N/A

TECO PEOPLES GAS of OCALA LANDON MEAHL (352) 622-0112 (407) 408-5566

LUMEN TECHNOLOGIES (formerly CenturyLink) JOHN PLAMONDON (352) 425-4444 (352) 425-4444

COX COMMUNICATIONS of MARION contact pending (352) 873-5631 (888) 269-9693

AT&T of MARION DINO FARRUGIO (561) 997-0240 N/A

ISSUE DATE: 3/14/2025

CHIPLEY

TALLAHASSEE JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE

COCOAORLANDO

BARTOW

ST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACHPENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

BEE LINE

EXPRESSWAY

BRADENTON

SARASOTA

VENICE

CAPE CORAL

CEDAR KEY

KEY LARGO

EVERGLADES

NATIONAL

PARK

LAKE

OKEECHOBEE

OCALA

PROJECT LOCATION

OCALA, MARION COUNTY, FL

SIGNATURE SHEET

T02

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

PROFESIONAL ENG

IN

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No. 93862

NO

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N B V

ILLATORO

STATE OF

FLORIDA

L I C E N S E

PROFESIONAL ENG

IN

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No. 69534

NO

EL

JOHN COOPER

STATE OF

FLORIDA

L I C E N S E

SHEET INDEX

T02 - STRAIN POLE

SIGNATURE SHEET

SO1 - STRAIN POLE

SCHEDULE AND NOTES

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

CITY OF OCALA

CITY ENGINEER'S OFFICE

TRANSPORTATION ENGINEERING

1805 NE 30TH AVE., BLDG. 300

OCALA, FLORIDA 34470

NOEL JOHN COOPER, PE No 69534

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED & SEALED, AND THE SIGNATURE

MUST BE VERIFIED ON ELECTRONIC COPIES

THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY

ON THE DATE ADJACENT TO THE SEAL

KIMLEY-HORN AND ASSOCIATES, INC

189 SOUTH ORANGE AVENUE, SUITE 1000

ORLANDO, FLORIDA 32801

REGISTRY 35106

NOLAN B VILLATORO, PE No 93862

PROFESIONAL ENG

IN

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No. 93862

NO

LA

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ILLATORO

STATE OF

FLORIDA

L I C E N S E

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED & SEALED, AND THE SIGNATURE

MUST BE VERIFIED ON ELECTRONIC COPIES

THIS ITEM HAS BEEN DIGITALLY SIGNED & SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

SHEET INDEX

T01 - STRAIN POLE

SIGNALIZATION KEY SHEET

T02 - STRAIN POLE SIGNATURE SHEET

T03 - GENERAL NOTES

T04 - STRAIN POLE SIGNALIZATION NOTES

T05 - ENVIRONMENTAL NOTES

T06 - ABBREVIATIONS AND LEGENDS

T07 - STRAIN POLE PAY ITEM

LISTING AND QUANTITIES

T08 - SP SIGNALIZATION PLAN,

DETAILS, AND SCHEDULES

T09 - SP PEDESTRIAN SIGNAL

PLAN VIEW DETAILS

T10 - NORTHWEST & NORTHEAST

RETAINING WALL DETAILS

T11 - STRAIN POLE TABULATION

AND SPECIFICATIONS

T12 - SOIL BORING LOCATION MAP,

TABLE AND LOGS

T13 and T14 - EXISTING SIGNING & PAVEMENT

MARKING REMOVAL (2 SHEETS)

T15 thru T16 - PROPOSED SIGNING AND

PAVEMENT MARKING (2 SHEETS)

GENERAL NOTES

T03

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

IMPORTANT NOTE TO CONTRACTOR

THESE PLANS HAVE BEEN PREPARED BASED UPON THE CITY OF OCALA'S 2023 PLANIMETRIC DRAWINGS PREPARED BY AERIAL CARTOGRAPHICS, INC. WITH AERIAL PHOTOGRAPHY DATES OF 12/14/22 AND 2/28/23 . HORIZONTAL DATUM IS BASED ON THE CITY OF OCALA G.P.S. DERIVED THREE MILE CONTROL GRID, UTILIZING THE NORTH AMERICAN DATUM 1983, 1990 ADJUSTMENT OF THE STATE PLANE COORDINATES, FLORIDA WEST ZONE (902). VERTICAL DATUM IS BASED ON THE CITY OF OCALA G.P.S. DERIVED THREE MILE

CONTROL GRID, UTILIZING THE NORTH AMERICAN VERTICAL DATUM OF 1988

THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING UTILITIES IN THE PROJECT AREA AND OTHER UTILITIES WHICH MAY BE AFFECTED BY THE PROPOSED CONSTRUCTION ACTIVITIES THE CITY OF OCALA WILL MAKE AVAILABLE TO THE CONTRACTOR AWARDED THE PROJECT ALL RELEVANT UTILITY INFORMATION IN THE AREA WITHIN ITS POSSESSION

ADA NOTES:

1. THE PROJECT SHALL BE CONSTRUCTED TO MEET CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN.

2. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE FDOT STANDARD SPECIFICATIONS PLANS FOR ROAD AND BRIDGE CONSTRUCTION .

SURVEY & MAPPING NOTES:

1. COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE COORDINATES, WEST ZONE AND WERE DERIVED FROM GPS

OBSERVATIONS REFERENCED TO THE FDOT PERMANENT REFERENCE NETWORK.

2. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO CITY CONTROL POINTS SHOWN ON THIS

DRAWING .

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, TO ENSURE ALL EXISTING SURVEY MARKERS ARE

LOCATED, CLEARLY MARKED AND PROTECTED, BY THE CONTRACTORS SURVEYOR.

4. ANY SURVEY MARKER, INCLUDING, BUT NOT LIMITED TO, PUBLIC LAND SURVEY SECTION CORNER MARKERS, BENCH MARKS, PROPERTY CORNERS, ETC., WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE PRIOR TO FINAL PAYMENT.

5. ADDITIONALLY, SURVEY STAKES PLACED MARKING THE LOCATIONS OF MARKERS, PROPERTY LINES, RIGHT-OF-WAY LINES, OR ANY OTHER POINT, PLACED FOR CONSTRUCTION AND SUBSEQUENTLY DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AS NEEDED AT THE RESPONSIBILITY OF THE CONTRACTOR.

6. RESETTING OF MONUMENTS AND MARKERS SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR, LICENSED TO PRACTICE IN THE STATE OF FLORIDA

AND SHOWN AS RE-SET ON AS-BUILT PLANS.

7. UNLESS PRIOR AGREEMENT IS MADE, IT SHALL NOT BE THE RESPONSIBILITY OF THE CITY SURVEYOR TO REPLACE ANY SURVEY MARKERS.

SIGNING & PAVEMENT MARKING NOTES:

1. THE CONTRACTOR SHALL CONTACT THE CITY OF OCALA PUBLIC WORKS DEPARTMENT - TRAFFIC OPERATIONS AT (352)-351-6733 AT LEAST (48) HOURS PRIOR TO

COMMENCEMENT OF CONSTRUCTION ACTIVITIES. ALL ITEMS THAT REQUIRE RELOCATION OR REPLACEMENT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. ALL SIGN ASSEMBLIES AND SIGN PANELS TO BE RELOCATED SHALL BE RELOCATED OUT OF THE CONSTRUCTION AREA, THEN RE-INSTALLED AFTER CONSTRUCTION IS COMPLETED. ANY DAMAGED SIGNAGE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL PAVEMENT MARKINGS THAT ARE DAMAGED DURING CONSTRUCTION.

4. THERMOPLASTIC STRIPING, AS DEFINED UNDER FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION #711, IS REQUIRED FOR FINISHED CONSTRUCTION ON CITY OF OCALA RIGHT-OF-WAY. WHERE ROADWAY PAVEMENT IS INSTALLED OR REPLACED, THERMOPLASTIC STRIPING SHALL BE INSTALLED BY THE CONTRACTOR AT LEAST 14 DAYS AFTER FINAL PAVING; OTHERWISE THERMOPLASTIC STRIPING IS TO BE INSTALLED CONCURRENT TO OTHER PROJECT WORK. CONTRACTOR SHALL BE PAID FOR ONLY ONE APPLICATION OF THERMOPLASTIC

STRIPING PER ITEM.

5. WHERE CROSSWALK ARE PROPOSED, THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING STOP LINE(S) ARE A MIN. 4' FROM THE PROPOSED CROSSWALK LINES.

GENERAL NOTES:

1. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF OCALA ENGINEER OF RECORD, FDOT PERSONNEL, AND MARION COUNTY PERSONNEL.

2. THE CONTRACTOR SHALL APPLY FOR A CITY OF OCALA RIGHT-OF-WAY PERMIT NO LESS THAN FIVE (5) BUSINESS DAYS PRIOR TO STARTING THE PROPOSED CONSTRUCTION.

3. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. STATIONS AND OFFSETS ARE BASED ON ROADWAY PLANS.

4. THESE PLANS REFLECT CONDITIONS KNOWN AT THE TIME OF PLAN DEVELOPMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL PERTINENT UTILITY COMPANIES AT LEAST

(7) FULL BUSINESS DAYS PRIOR TO CONSTRUCTION SO THAT THESE COMPANIES CAN FIELD STAKE THE LOCATION OF THEIR FACILITIES PRIOR TO COMMENCEMENT OF WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATION COORDINATION EFFORTS AS REQUIRED BY OSHA AND THE FLORIDA STATUTE REGULATING PROTECTION OF EXISTING UTILITIES. THE CONTRACTOR IS FURTHER REMINDED THAT NOT ALL UTILITY PROVIDERS ARE SUBSCRIBERS TO THE SUNSHINE STATE ONE-CALL SYSTEM, AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO MAKE EVERY EFFORT TO ENSURE THAT ALL UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION ACTIVITIES

6. IN THE EVENT THAT ACTUAL FIELD CONDITIONS PREVENT THE APPLICATION OF THESE PLANS AND/OR THE SPECIFICATIONS OR PROGRESSION OF THE WORK SPECIFIED IN THE PLANS, PARTICULARLY DUE TO CONFLICTS WITH ANY UTILITY LOCATIONS, ALL CONFLICTS SHALL BE RESOLVED PRIOR TO THE SETTING OF OR PLACING OF ANY SUB-GRADE AND/OR BURIED ITEMS. SHOULD THE CONTRACTOR ENCOUNTER ANY CONFLICTS DURING CONSTRUCTION ACTIVITIES, WORK IN THE AREA SHALL CEASE AND THE CITY TRANSPORTATION ENGINEER OF RECORD, NOEL J COOPER, P.E. (AT 352-351-6708) SHALL BE IMMEDIATELY NOTIFIED AND PROVIDED ALL PERTINENT

INFORMATION FOR PREPARATION OF A REMEDIAL DESIGN SOLUTION.

7. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN FOR THIS PROJECT IN ACCORDANCE WITH THE CURRENT EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD); THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD PLANS FOR ROAD CONSTRUCTION, LATEST EDITION;

AND ANY REQUIREMENTS OF THE CITY OF OCALA THAT MEET OR EXCEED ANY OF THE AFOREMENTIONED GOVERNING JURISDICTIONS.

8. THE CONTRACTOR SHALL HAVE A STATE OF FLORIDA CERTIFIED MAINTENANCE OF TRAFFIC SUPERVISOR WITH THE RESPONSIBILITY OF MAINTAINING THE POSITIONING AND CONDITION OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS THROUGHOUT THE DURATION OF THE PROJECT. THE ENGINEER OF RECORD SHALL BE KEPT ADVISED AS TO THE IDENTIFICATION AND MEANS OF CONTACTING THIS AFOREMENTIONED SUPERVISOR ON A 24-HOUR BASIS .

9. THE REQUIRED TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS ERECTED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF CONSTRUCTION WHICH NO LONGER APPLY TO THE CURRENT CONSTRUCTION CONDITIONS, AND MAY OTHERWISE CREATE HAZARDOUS CONDITIONS DURING THE ONGOING

CONSTRUCTION PROCESS, SHALL BE IMMEDIATELY REMOVED OR COVERED BY THE CONTRACTOR.

10. IF ANY EXISTING SIGNS ARE REMOVED OR RELOCATED DURING CONSTRUCTION, THE CONTRACTOR SHALL REINSTALL THEM IMMEDIATELY AT THE PROPER HEIGHT AND DISTANCE .

11. THE CONTRACTOR SHALL ADJUST ANY AND ALL EXISTING UTILITIES MANHOLE COVERS, INLETS, AND PULLBOX COVERS TO FINAL GRADE AS NECESSARY WITHIN THE WORK AREA.

12. ANY AND ALL EXISTING UTILITIES, SUCH AS WATER VALVES, MANHOLES, AND METER BOXES, SHALL BE PROTECTED FROM DAMAGE. IF DAMAGE OCCURS DURING CONSTRUCTION

ACTIVITIES, THE CONTRACTOR SHALL REPAIR SAID ITEM(S) AT THEIR OWN EXPENSE.

13. THE CONTRACTOR SHALL INSTALL INLET PROTECTION DEVICES AT ALL INLETS TO MINIMIZE DEBRIS ENTERING THE STORM DRAIN SYSTEM. (AS APPROVED BY FDEP).

14. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ACCEPTABLE ACCESS TO ALL RESIDENCES AND BUSINESSES ALONG THE PROJECT ROUTE WHENEVER CONSTRUCTION ACTIVITIES INTERFERE WITH THE EXISTING MEANS OF ACCESS. FLAGMEN SHALL BE USED WHEN NO ALTERNATE ACCESS IS POSSIBLE

15. SIDEWALKS, INCLUDING PORTIONS OF DRIVEWAYS (EXISTING OR PROPOSED) WITHIN SIDEWALK PATH, SHALL COMPLY WITH ADA ACCESSIBILITY STANDARDS. WHERE EXISTING DRIVEWAYS ARE NOT COMPLIANT, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF RECORD, AND REMOVE AND REPLACE SAID ITEM.

16. WHEN OPERATING OUTSIDE THE CITY OF OCALA RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE PROPER NOTIFICATION AND OBTAIN WRITTEN PERMISSION TO DO SO FROM THE

OWNER OF EACH PARTICULAR PROPERTY.

17. UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE CONTRACTOR SHALL MAINTAIN [AT LEAST] ONE LANE OF TRAFFIC IN EACH DIRECTION FOR THE DURATION OF THE PROJECT. THE CONTRACTOR MAY, UPON APPROVAL FROM THE ENGINEER OF RECORD, RESTRICT TRAFFIC TO ONE-WAY OPERATION FOR SHORT PERIODS OF TIME PROVIDED THAT ADEQUATE MEANS

OF TRAFFIC CONTROL ARE IN PLACE AND TRAFFIC IS NOT UNREASONABLY DELAYED.

18. ALL UNSUITABLE MATERIALS ENCOUNTERED SHALL BE DISPOSED OF AND REPLACED WITH APPROVED MATERIALS. NO TEMPORARY OR PERMANENT DEPOSITS SHALL BE MADE OUTSIDE OF THE PROPOSED RIGHT-OF-WAY EXCEPT AS APPROVED BY THE ENGINEER OF RECORD.

19. THE CONTRACTOR SHALL HAVE EXCAVATED MATERIALS LOADED ONTO DUMP TRUCKS DIRECTLY BEHIND THE EQUIPMENT AND HAULED OFF TO THE DESIGNATED SITE WITH CITY OF OCALA APPROVED TRAFFIC CONTROL MEASURES IN PLACE ACCORDINGLY TO ACCOMMODATE THIS PROCESS.

20. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION - UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER OF RECORD IN WRITING.

21. THE CONTRACTOR SHALL BE NOISE SENSITIVE FOR NIGHT OPERATIONS (WHEN APPLICABLE).

22. DURING NON-WORKING HOURS, THE CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY EQUIPMENT WITHIN 30 FEET OF THE EDGE OF THE TRAVELED WAY. IF THE ABOVE IS NOT POSSIBLE, THE CONTRACTOR SHALL APPOINT AN APPROVED STORAGE AREA, AND SUCH AREA SHALL BE PROPERLY DELINEATED AND ADVANCE WARNING SHALL BE UTILIZED.

23. THE CONTRACTOR SHALL PROVIDE THE CITY OF OCALA TRAFFIC DIVISION WITH ONE (1) ELECTRONIC COPY OF AN AS-BUILT PLAN FORMATTED IN AUTOCAD, VERSION 2021 OR GREATER AT THE CONCLUSION OF THE PROJECT SCOPE OF WORK.

SIGNALIZATION NOTES

T04

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

SIGNALIZATION NOTES:

1. AS THE CITY OF OCALA IS THE MAINTAINING AGENCY; THE CONTRACTOR SHALL NOTIFY THE

FOLLOWING PERSONNEL AT LEAST (7) BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION:

a) THE ENGINEER OF RECORD, NOEL J COOPER, P.E. AT 352-351-6708

b) THE TRAFFIC SYSTEMS MANAGER, NICK BLIZZARD AT 352-351-6707

c) INTERCONNECT FIBER NETWORK SYSTEM, BILL WEAKLAND AT 352-351-6912.

2. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY JACKING, DIRECTIONAL BORING, OR TRENCHING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE JOB SITE CONDITIONS BEFORE SUBMITTING

BID PROPOSAL'S IN ACCORDANCE WITH SECTION 2-4 OF THE SPECIFICATIONS.

3. THE CONTRACTOR SHALL HAND DIG THE FIRST 48" AT EACH POLE LOCATION AND THE FIRST 24" AT EACH PEDESTAL LOCATION TO VERIFY THAT THERE ARE NO UTILITY CONFLICTS. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. EXTREME CAUTION SHALL BE USED BY THE CONTRACTOR WHEN EXCAVATING, INSTALLING, BACKFILLING AND COMPACTING AROUND EXISTING UTILITIES. ANY POLE / PEDESTAL

ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER OF RECORD.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AND SHALL CONFORM TO THE 102-600 SERIES OF THE FDOT STANDARDS PLANS, 2024-2025 VERSION. ALL LANE/SIDEWALK CLOSURES SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER.

5. THE CONTRACTOR SHALL HAVE AN IMSA LEVEL II CERTIFIED SIGNAL TECHNICIAN ON CALL, WITH A MAXIMUM OF 2 HOURS RESPONSE TIME, UNTIL THE PROJECT IS FINALLY ACCEPTED BY THE CITY OF OCALA ENGINEER'S OFFICE.

6. TRAFFIC SIGNAL SHALL FLASH FOR NO LESS THAN (7) DAYS AND NO MORE THAN (14) DAYS PRIOR TO TURN ON INSPECTION. THE CONTRACTOR SHALL CONTACT TRAFFIC ENGINEER 2 BUSINESS DAYS PRIOR TO TURNING SIGNAL ON FLASH.

7. DURING SIGNAL FLASHING OPERATION THE CONTRACTOR SHALL PROVIDE THE RED ARROW OPERATION OF ALL LEFT TURN HEADS FLASH. UNLESS SPECIFIED OTHERWISE, FLASHING OPERATION SHALL BE AMBER FOR MOVEMENT 2 AND 6 AND RED FOR MOVEMENTS 1, 5, 4 AND 8.

8. THE CONTRACTOR SHALL VERIFY THE COLOR CODES FOR BOTH SIGNAL CABLE AND INTERCONNECT CABLE WITH THE CITY OF OCALA BEFORE ORDERING.

9. THE CONTRACTOR IS REQUIRED TO INSPECT THE INSTALLATION OF THE TRAFFIC SIGNALS IN ACCORDANCE WITH FDOT SPECIFICATIONS 105-8.10.

THE CONTRACTOR SHALL COORDINATE THE FINAL INSPECTION IN ACCORDANCE WITH FDOT SPECIFICATION 611-2.2 WITH THE CITY OF OCALA ENGINEER OF RECORD, AND NICK BLIZZARD OF THE TRAFFIC DIVISION AT LEAST TEN (10) DAYS IN ADVANCE SO THEY MAY BOTH BE PRESENT.

10. THE CONTRACTOR SHALL COORDINATE TIMING AND AUTHORIZATION OF POWER SERVICE WITH CITY OF OCALA BUILDING DEPARTMENT, ELECTRICAL INSPECTIONS AND THE CITY OF OCALA ELECTRICAL UTILITY.

11. THE EXISTING STOP SIGNS SHALL BE REMOVED BY THE CONTRACTOR ON THE DATE OF THE TURN ON INSPECTION WHEN THE TRAFFIC

SIGNAL IS PLACED INTO FULL OPERATION.

12. THE CONTRACTOR SHALL MAINTAIN THE VISIBILITY OF STREET NAME SIGNS DURING CONSTRUCTION OPERATIONS IN ORDER TO

FACILITATE EMERGENCY VEHICLE TRAFFIC.

13. ANY EXISTING SIDEWALK OR SOD DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR IN KIND TO EXISTING CONDITION.

14. THE CONTRACTOR SHALL NOT PLACE PULL BOXES IN THE PEDESTRIAN RAMP AREA.

15. PRIOR TO INSTALLATION OF STRAIN POLES, THE CONTRACTOR SHALL COORDINATE WITH CITY OF OCALA ELECTRICAL UTILITY WITH

RESPECT TO MAINTAINING MINIMUM CLEARANCE BETWEEN ENERGIZED CONDUCTORS AND POLES.

16. IN THE EVENT OF A CONFLICT WITH THE CROSSING OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL ADJUST THE DEPTH OF THE PROPOSED CONDUIT AS INSTRUCTED BY THE ENGINEER OF RECORD TO PROVIDE VERTICAL SEPARATION AS PER PREVAILING STANDARDS.

17. THE CONTRACTOR SHALL CONFIRM THAT THE DIRECTIONAL BORE CONSISTS OF FIVE (5) 2" SCHEDULE 40 PVC CONDUITS. ONE FOR THE SIGNAL CABLE, ONE FOR VIDEO DETECTION, ONE FOR THE PEDESTRIAN PEDESTAL CABLE(S), AND TWO SPARES, ONE OF WHICH MAY BE USED FOR FIBER OPTIC LINES.

18. IN THE EVENT THAT TRAFFIC SIGNAL CONSTRUCTION ACTIVITY AT THE INTERSECTION REQUIRES CLOSURE OF A LANE OR LANES, THE CONTRACTOR SHALL PROCURE THE SERVICES OF TRAFFIC OFFICER TO DIRECT TRAFFIC FOR THE DURATION OF THE CLOSURE(S).

PAYMENT FOR THE OFFICER SHALL BE INCIDENTAL TO THE WORK AND WILL NOT BE PAID SEPARATELY.

19. PER FDOT STANDARD SPECIFICATIONS, ALL FIELD WIRING SHALL BE CLEARLY IDENTIFIED WITH WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE CONTRACTOR SHALL SUBMIT THE PROPOSED TAGGING SYSTEM WITH THE SUBMITTED PACKAGE AS REQUIRED FOR PERMIT PROJECTS.

20. ALL TRAFFIC SIGNAL HEAD ASSEMBLIES SHALL HAVE A MINIMUM LOW CLEARANCE OF 17.5 FT AND A MAXIMUM HIGH POINT OF

CLEARANCE OF 19 FT FROM THE BOTTOM OF THE ASSEMBLY TO THE ROADWAY.

21. ITS VIDEO CAMERA SHALL BE ATTACHED TO STRAIN POLE VIA J-PIPE AT A CLEAR HEIGHT OF 30 FT (MIN) ABOVE FINAL GRADE. J-PIPE TYPE AND POLE LOCATION SHALL BE COORDINATED WITH CITY OF OCALA TRAFFIC DIVISION MANAGER.

CONTROLLER ASSEMBLY NOTES:

1. THREE (3) SPARE CONDUCTORS PER SIGNAL CABLE ARE REQUIRED. SPARES SHALL BE BOUND TOGETHER AND GROUNDED TO THE

BUS GROUNDING FACILITY INSIDE THE CONTROLLER CABINET.

2. A MANUAL PUSH BUTTON CORD SHALL BE FURNISHED IN THE CONTROLLER CABINET.

3. THE CABINET DOORS SHALL BE ORIENTED SO THAT THE DOORS OPEN AWAY FROM THE INTERSECTION.

4. THE CONTROLLER ASSEMBLY SHALL BE WIRED TO S.O.P. 10 OPERATION. MOVEMENTS 1 & 5 SHALL ALSO OPERATE PERMITTED

(FLASHING YELLOW) WITH MOVEMENTS 2 & 6.

STRAIN POLE NOTES:

1. SIX FEET OF ADDITIONAL SIGNAL CABLE SLACK SHALL BE WOUND AND NEATLY STORED INSIDE THE PULLBOX.

PEDESTRIAN FEATURES:

1. THREE (3) SPARE CONDUCTORS ARE TO BE RUN TO THE FURTHEST PEDESTRIAN SIGNAL HEAD.

2. CONTRACTOR TO ENSURE THAT A 4-FOOT X 4-FOOT FLAT LANDING AREA IS ADJACENT TO ALL DETECTORS FOR PEDESTRIAN ACCESS.

3. ALL PEDESTRIAN SIGNALS SHALL BE 16" LED COUNTDOWN TYPE.

4. PEDESTRIAN SIGNAL HEADS SHALL BE ALUMINUM.

SIGNAL HEADS:

1. ALL VEHICULAR SIGNAL HEADS SHALL BE BLACK LIGHTWEIGHT, CAST HEAD WITH POLYCARBONATE BELOW AND SHALL HAVE BACK PLATES, TUNNEL VISORS, AND OPERATE WITH LEDS.

STRAIN POLE SIGNALIZATION LINE-TYPE, SYMBOLOGY & HATCH PATERN

A

SIGNAL PHASE DESIGNATION

OVERHEAD SIGN DESIGNATION

STRAIN POLE DESIGNATION

PROPOSED SIGNAL STRAIN CABLE

VEHICLE LOOP DETECTOR(s)

PED XING SIGNAL DESIGNATIONP#

SIGNAL HEAD (FACING DIRECTION) ITS CCTV CAMERA (FACING)C#

A

PULL/SPLICE BOX DESIGNATION

(w 12" WIDE CONCRETE APRON)

PROPOSED PRIMARY CONDUIT

GROUP (DIRECTIONAL BORE)

PROPOSED SECONDARY CONDUIT(S)

(LOCALIZED AT EACH SIGNAL)

EXISTING CONDUIT GROUP

ENVIROMENTAL NOTES

T05

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

ENVIRONMENTAL NOTES:

1. THE CONTRACTOR SHALL FORMULARIZE THEMSELVES WITH THE GENERAL NOTES AND FDOT NOTES THAT ARE PROVIDED IN THIS PLAN SET ON A SEPARATE SHEET

2. THE CITY OF OCALA OPERATES UNDER A FDEP NPDES 'GENERAL PERMIT THAT REQUIRES THE CITY AND, IN TURN, ITS CONTRACTORS TO FOLLOW CERTAIN AND SPECIFIC ENVIRONMENTAL PRACTICES AND PROCEDURES TO PREVENT THE POLLUTION OF THE CITY'S GROUNDWATER AND STORMWATER SYSTEM

3. ALL WATER COLLECTED AND PUMPED DURING TRENCH DEWATERING ACTIVITIES SHALL BE DISPOSED OF IN UPLAND AREAS INTO DISCHARGE LOCATIONS THAT SHALL BE A MINIMUM OF 75 FEET FROM THE NEAREST WATER BODY OR WETLAND AREA TO ALLOW FOR MAXIMUM OVERLAND FILTRATION OF SOIL PARTICLES

4. STAKED SILT SCREEN, TURBIDITY BARRIERS OR OTHER PERIMETER CONTROL METHODS APPROVED BY THE FDEP SHALL BE UTILIZED AS SILT BARRIERS AND PLACED IN LOCATIONS SHOWN ON THE PLANS AND AT OTHER LOCATIONS AS REQUIRED TO KEEP SEDIMENT FROM REACHING PRIVATE PROPERTY. THESE BARRIERS SHALL BE INSTALLED BY THE CONTRACTOR BEFORE COMMENCING WITH ANY CONSTRUCTION ACTIVITIES WITHIN OR ADJACENT TO PRIVATE PROPERTY

5. THE CONTRACTOR SHALL MONITOR AND MAINTAIN ALL SILT BARRIERS AND FENCING INCLUDING DAILY INSPECTIONS TO CHECK THEIR INTEGRITY. ANY LOOSE OR DAMAGED SILT BARRIERS AND FENCING SHALL BE IMMEDIATELY REPAIRED OR REPLACED AS NECESSARY. ONCE CONSTRUCTION IS COMPLETED AND FINISHED GRADING AND STABILIZATION HAS BEEN ACHIEVED, SILT BARRIERS AND FENCING SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER OF RECORD, AND BEFORE FINAL ACCEPTANCE

6. THE CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT COORDINATING SUCH REMOVAL WITH THE ENGINEER OF RECORD. IF ANY TREES ARE REMOVED IN WETLAND JURISDICTIONAL, OR NATIVE VEGETATION AREAS WITHOUT PROPER AUTHORIZATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A DETAILED RESTORATION AND/OR MITIGATION PLAN, SUBMITTING THE PLAN TO, AND OBTAINING APPROVAL FROM THE FDEP, THE WATER MANAGEMENT DISTRICT, THE CITY ENGINEER'S OFFICE, THE OWNER AND THE ENGINEER OF RECORD, AS WELL AS COMPLETING ANY MONITORING AND MAINTENANCE REQUIREMENTS IMPOSED AS A RESULT OF THE TREE REMOVAL

HAZARDOUS MATERIALS

1. THE CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES TO MINIMIZE THE RISK OF SPILLS OR UNINTENDED EXPOSURE OF PETROLEUM AND OTHER HAZARDOUS MATERIALS TO

STORMWATER RUNOFF OR SEEPAGE INTO THE GROUNDWATER

2. THE CONTRACTOR SHALL HAVE PRE-PREPARED PROCEDURES CLEARLY POSTED FOR SPILL CONTAINMENT AND CLEAN-UP

3. THE CONTRACTOR SHALL STORE AND USE PETROLEUM AND OTHER HAZARDOUS PRODUCTS ACCORDING TO RECOMMENDED PROCEDURES

4. THE CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE, AND CONCRETE TRUCK DRUM WASH WATER. INSTALL A CONTAINMENT BERM AROUND THIS DESIGNATED AREA TO PREVENT RUNOFF BEYOND THE DESIGNATED AREA. ALL SURPLUS CONCRETE SHALL BE REMOVED FROM THE PROJECT SITE PRIOR TO FINAL INSPECTION

5. THE CONTRACTOR SHALL UPON RELEASE, IMMEDIATELY INITIATE RECOMMENDED METHODS FOR SPILL CONTAINMENT AND CLEAN-UP

6. THE THE CONTRACTOR SHALL, WITHIN 24-HOURS OF THE SPILL/RELEASE, NOTIFY THE 'STATE WARNING POINT' (AT 1.800.320.0519 OR 1.850.413.9911) OF ALL RELEASES EQUAL TO OR

EXCEEDING THE REPORTABLE QUANTITY

7. THE CONTRACTOR SHALL HANDLE, COLLECT, AND DISPOSE OF HAZARDOUS MATERIALS, SANITARY WASTE, AND CONSTRUCTION WASTE MATERIALS ACCORDING TO THE APPLICABLE STATE

LAWS AND REGULATIONS, CITY ORDINANCES, OR AS DIRECTED BY THE CITY

EROSION CONTROL NOTES:

1. THE CONTRACTOR SHALL ADHERE TO ALL STATE AND LOCAL EROSION CONTROL REGULATIONS

2. THE FOLLOWING PRACTICES WILL BE USED BY THE CONTRACTOR TO MAINTAIN EROSION AND SEDIMENT CONTROLS:

a) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER

b) IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT

c) ALL POLLUTION CONTROLS SHALL BE MAINTAINED AT ALL TIMES

d) BUILT-UP SEDIMENT WILL BE REMOVED FROM STAKED SILT FENCE WHEN IT HAS REACHED ONE-HALF THE HEIGHT OF THE SILT FENCE

2. THE CONTRACTOR SHALL PREVENT THE DISCHARGE OF SEDIMENT DUE TO CONSTRUCTION OPERATIONS. ALL NEW AND EXISTING DRAIN PIPES AND STRUCTURES SHALL BE FLUSHED

CLEAN PRIOR TO FINAL PAYMENT

3. ALL STORM SEWER INLETS SHALL BE PROTECTED BY THE CONTRACTOR SO THAT SEDIMENT LADEN WATER WILL NOT ENTER THE STORM SYSTEM WITHOUT FIRST BEING FILTERED

4. ALL DISTURBED AREAS ARE TO BE SODDED. ALL STABILIZATION PRACTICES SHALL BE PERFORMED AS SOON AS PRACTICAL AT LOCATIONS WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL GROUND COVER IS ACHIEVED AND, IN THE OPINION OF THE ENGINEER OF RECORD, PROVIDES ADEQUATE COVER AND IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY, TO SURVIVE ADVERSE WEATHER CONDITIONS

5. THE CONTRACTOR SHALL PLACE STAKED SILT FENCE(S) IN ACCORDANCE WITH CITY OF OCALA SPECIFICATIONS

6. THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ALL FERTILIZERS, HYDROCARBON, OR OTHER CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER

7. THE CONTRACTOR SHALL INSURE THAT LOADED HAUL TRUCKS BE COVERED WITH TARPAULIN(S), EXCESS DIRT ON THE ROAD SHALL BE REMOVED DAILY, AND AREAS WITHIN THE LIMITS

OF CONSTRUCTION SHALL BE DAMPENED WITH WATER AS REQUIRED FOR DUST CONTROL

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIRS OF EROSION AND SEDIMENT CONTROL DEVICES, AS WELL AS REMOVAL OF EROSION AND SEDIMENT CONTROL DEVICES AFTER THE NOTICE OF TERMINATION. MAINTENANCE, AND REPAIR REQUIRED FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION SHALL BE

INCLUDED IN THE PROJECT COST

9. TOXIC SUBSTANCES SHALL BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE TO THE EPA'S STANDARD PRACTICES

10. POLLUTION CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR. WRITTEN DOCUMENTATION OF INSPECTIONS SHALL BE WRITTEN EVERY SEVEN CALENDAR DAYS AND

WITHIN 24 HOURS OF A RAIN EVENT OF 0.5 INCHES OR GREATER

11. THE CONTRACTOR SHALL PROVIDE THE CITY OF OCALA WITH AN EROSION CONTROL PLAN THAT WILL INCLUDE SPILL REPORTING AND RESPONSE. IF CONTAMINATED SOIL OR

GROUNDWATER IS ENCOUNTERED, CONTACT THE ENGINEER OF RECORD

BACKFILLED TRENCH

SPACING OF POSTS

TO BE 6'-10' APART

FILTER FABRIC MATERIAL

(FOR ADDITIONAL STRENGTH, FILTER FABRIC CAN BE ATTACHED TO A 6"

(MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS)

APPROXIMATELY

4" BY 4" TRENCH

RUN OFF

WOOD OR

STEEL POST

FILTER FABRIC MATERIAL SECURELY FASTENED

TO THE POSTS OR USE THE WIRE MESH

APPROXIMATELY 8" FILTER FABRIC MATERIAL

MUST EXTEND INTO A TRENCH AND BE

ANCHORED w COMPACTED BACKFILL MATERIAL

DRIVE BOTH POSTS

ABOUT 18" INTO THE

GROUND AND BURY FLAP

ROTATE BOTH POSTS

AT LEAST 180 DEGREES

IN A CLOCKWISE

DIRECTION TO CREATE

A TIGHT SEAL WITH

THE FABRIC MATERIAL

PLACE THE END POST

OF THE SECOND FENCE

INSIDE THE END POST

OF THE FIRST FENCE

PROCEDURE FOR

ATTACHING TWO SILT FENCES

DIRECTION OF RUN OFF WATER

TYPICAL SILT FENCE DETAILS

A

SIDEWALKCURB INLETSPILLWAY

POND

HEIGHT

C A

TC

H B A

SI

N

CURB INLET SEDIMENT BARRIER

SECTION A-A

PLAN VIEW

BACK

OF CURB

GRAVEL FILLED

SANDBAGS ARE

STACKED TIGHTLY

BACK OF SIDEWALK

PROCEDURE NOTES

1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEDIMENTS

WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF

2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH

GRAVEL, LAYERED AND PACKED TIGHTLY

3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR

OVERFLOW

4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT

AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY

PLAN VIEW

CURB INLET

CATCH BASIN

BACK OF CURB

BURLAP SACKS

TO OVERLAP

ONTO CURB

GRAVEL FILLED SANDBAGS

ARE STACKED TIGHTLY

RUNOFF

RUNOFF

BACK OF SIDEWALK

CURB AND GUTTER SEDIMENT BARRIER

1. PLACE GRAVEL FILLED BURLAP BAGS ON GENTLY SLOPING STREET

SEGMENTS ACCORDING TO THE SPACING CHART (SEE PLATE 4.08p)

2. PLACE TWO OR MORE BAGS AT EACH INTERVAL IN A MANNER WHICH

PROVIDES MAXIMUM SUPPORT

3. WHEN STACKING SEVERAL BAGS HIGH, LEAVE A ONE BAG GAP TO

PROVIDE AN OVERFLOW SPILLWAY

4. SEDIMENTS MUST BE REMOVED AFTER EACH RAIN EVENT

MAINTENANCE

1. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIR

MADE AS NEEDED

2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL

DIMENSIONS WHEN THE SEDIMENT HAS TO 1

2 OF THE DESIGN DEPTH OF THE

TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN

SUCH A MANNER THAT IT WILL NOT ERODE

3. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN

THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED

SPILLWAY

A

CURB INLET

CATCH BASIN

SPILLWAY

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

AutoCAD SHX Text

10" MIN

AutoCAD SHX Text

24" MIN

ABBREVIATIONS

AND LEGENDS

T06

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

POWER POLE

LAMP POLE

GUY ANCHOR

SIGN

MAILBOX OR NEWSPAPER BOX

TELEPHONE PEDESTAL / RISER

TELEPHONE MANHOLE

STORM MANHOLE

CATCH BASIN

WATER VALVE

FIRE HYDRANT

NATURAL GAS VALVE

SANITARY MANHOLE

SANITARY CLEANOUT

FH

WV

STM MH

MB

LP

EXIST EXISTING

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

STANDARD PLANS INDEX (NUMBER)

FLORIDA DEPARTMENT OF TRANSPORTATION

PEDESTRIAN / PEDESTAL

CORRUGATED METAL PIPE

DRY RETENTION AREA

WET RETENTION AREA

TOE OF SLOPE

TOP OF BANK

WOOD

TYPICAL

PROPOSEDPROP

TYP

WD

TOE

DRA

CMP

FDOT

MUTCD

SPI

PED

WRA

TOB

PP

GA

GV

CNL

TBM

TRAV PT

COED

CONTROL

TEMPORARY BENCH MARK

TRAVERSE POINT

CITY OF OCALA ENGINEERING DEPARTMENT

ABBREVIATIONS & SYMBOLOGY

CURB RAMPCr

CROSS WALKX-WALK

RIGHTRt

LEFTLt

COUNTY ROADC.R.

STREETSt

T Y P I C A L L I N E T Y P E L E G E N D

TYPICAL MATERIAL TYPE HATCH PATTERNS WITHIN THE ROADWAY PLAN SHEETS ARE DEFINED AS FOLLOWS:

T Y P I C A L H A T C H P A T T E R N L E G E N D

TOPO TOP OF BANK / TOE OF SLOPE

TOPOGRAPHIC RIGHT-OF-WAY LINE

PALM TREE

OAK TREE

OTHER TREE (NOT ALL INCLUSIVE)

EDS-(00) STORM STRUCTURE IDENTITY

SURVEY / TOPO ABBREVIATIONS

BACK OF SIDEWALK BOS

CONTROL POINTCP

POINT OF CURVATURE PC

POINT OF COMPOUND CURVE PCC

POINT OF REVERSE CURVE PRC

POINT OF TANGENCY PT

PROFILE GRADE LINEPGL

RIGHT-OF-WAYROW

QUANTITY QTY

PROPOSED DRAINAGE (STORMWATER) STRUCTURE STS

NUMBERNO.

CONSTRUCT / INSTALLCONST

CONCRETE MONUMENTCM

CHAIN LINK FENCECLF

ELLIPTICAL REINFORCED CONCRETE PIPEERCP

EXISTING DRAINAGE STRUCTUREES

SOLIDSOL

MITERED END SECTIONMES

CB

CO

SAN

TEL

FOR A COMPLETE LISTING OF TYPICAL ABBREVIATIONS,

REFER TO FDOT STANDARD PLANS LOCATED AT

www.fdot.gov/design/standardplans/current/

REFER TO CITY OF OCALA

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF STREETS, STORMWATER, TRAFFIC, WATER AND SEWER INFRASTRUCTURE "

PUBLISHED BY THE OFFICE OF CITY ENGINEER - January 11, 2024

DESCRIPTIVE POINT

CIRC CIRCULAR IRON ROD CONTROL

METALMTL

METER ELECTRIC

METER GASGAS

ELEC

TOPOGRAPHIC PROPERTY BOUNDARY/LIMITS

TOPOGRAPHIC CENTERLINE OF RIGHT-OF-WAY

TOPOGRAPHIC PARCEL LINE

TOPO SURFACE CONTOUR: 5' INTERVAL

TOPO SURFACE CONTOUR: 1' INTERVAL

TOPO PAVEMENT: CENTERLINE / CROWN

TOPO PAVEMENT: GRADE BREAK

TOPO P'MENT: INVERTED CROWN / FLOWLINE

TOPOGRAPHIC FLOOD ZONE LIMITS

TOPOGRAPHIC SECTION LINE

METER WATERWTR

TOPOGRAPHICAL

THE ABOVE LINE-TYPES HAVE BEEN EXTRACTED FROM

OCALA CITY ENGINEER'S OFFICE - SURVEY DIVISION

EXISTING GRAVITY SANITARY SEWER

EDGE OF EXISTING PAVEMENT

EXISTING POTABLE WATER

EDGE OF EXISTING CURB

EDGE OF EXISTING SIDEWALK

EXISTING OVERHEAD POWER

EXISTING FENCE (TYPE LABELED)

SS SS

EXISTING DRAINAGE (w FLOW DIRECTION)

OE OE

EDGE OF EXISTING DRIVEWAY (ALL TYPES)

EDGE OF PROPOSED CURB

EDGE OF PROPOSED SIDEWALK

PROPOSED DRAINAGE (w FLOW DIRECTION)

EDGE OF PROPOSED DRIVEWAY (ALL TYPES)

EXISTING FIBER OPTIC COMMUNICATIONBFO BFO

EXISTING NATURAL GASG G

PROPOSED STRIPING

PROPOSED GRAVITY SANITARY SEWER

PROPOSED POTABLE WATER

SS SS

W W

EDGE OF PROPOSED PAVEMENT

PROPOSED FENCE (TYPE LABELED)

PROPOSED NOISE WALL

FM FM

EXISTING STRIPING TO BE RETAINED

EXISTING FORCE MAIN SANITARY SEWER

PROPOSED FIBER OPTIC COMMUNICATIONBFOC

EROSION CONTROL - SILT FENCE

EXISTING CONDITIONS PROPOSED

W W

PROPOSED FORCE MAIN SANITARY SEWERFM FM

PROPOSED NATURAL GASG G

STS STS EXISTING STORM WATER SEWER PROPOSED STORM WATER SEWERSTS

EXISTING BURIED ELECTRIC POWERBE BE PROPOSED BURIED ELECTRIC POWERBE BE

V V

PROPOSED 4" CONCRETE

(MIN. 3,000 PSI)

(BID ALTERNATE)

PROPOSED COMMERCIAL

ASPHALT DRIVEWAY

DETECTABLE

WARNING SURFACE

(RED BRICK COLOR

WHERE APPLICABLE)

PROPOSED 6" CONCRETE WITH

FIBER MESH REINFORCEMENT

(MIN 3,000 PSI)

MILL AND RESURFACE

EXISTING ASPHALT

PAVEMENT PER FDOT

DESIGN SPECIFICATIONS

HOT MIX RECLAIM EXISTING

LIMEROCK BASE. ADD

ASPHALT AND LIMEROCK AS

NEEDED PER FDOT DESIGN

SPECIFICATIONS

HOT MIX RECLAIM

EXISTING ASPHALT AND

LIMEROCK. ADD ASPHALT

PAVEMENT FDOT DESIGN

SPECIFICATIONS

PROPOSED ASPHALT PAVEMENT

AND LIMEROCK BASE PER TYPICAL

FDOT DESIGN SPECIFICATIONS

PROPOSED ASPHALT MEDIAN

OPENING/ROADWAY STUB. REGULAR

10" BASE, OMIT 1" FRICTION COURSE

TYPICAL GRASS MEDIAN

w ARGENTINE BAHIA

PROPOSED TYPE IV, OPTION 1,

CONCRETE SEPARATOR

PROPOSED 6" THICK FIBER

RE-ENFORCED CONCRETE

DRIVEWAY (MIN. 3,000 PSI)

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text or

AutoCAD SHX Text or or

STRAIN POLE PAY ITEM

LISTING AND QUANTITIES

T07

SHEET

No.

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

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PROJECT No. 22602

Michael Romaine 3/14/2025 T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\KEYSSG01 (SP).dwg

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

PAY ITEM LISTING:

NOTE: ALL TRAFFIC EQUIPMENT MUST BE ON THE FDOT "APPROVED PRODUCT

LIST" (APL), AND MUST BE APPROVED BY THE CITY of OCALA PRIOR TO PROCUREMENT.

PAY ITEM No G-05 INCLUDES ONE VARIABLE MESSAGE SIGN FOR EACH APPROACH (A TOTAL OF FOUR (4) APPROACHES) FOR A TOTAL OF TWENTY (20) DAYS EACH (FOURTEEN (14) DAYS PRIOR TO FULL OPERATION AND SIX (6) DAYS AFTER FULL OPERATION), TO READ "CAUTION CAUTION CAUTION" ON PANEL ONE AND "NEW SIGNAL AHEAD" ON PANEL TWO. INCLUDES STRIPING AND RPM's NECESSARY FOR MAINTENANCE OF TRAFFIC APPLICATIONS. INCLUDES SIGNS, CHANNELING DEVICES, AND TEMPORARY SIDEWALK CONSTRUCTION NECESSARY TO IMPLEMENT PEDESTRIAN

MAINTENANCE OF TRAFFIC AT THE INTERSECTION.

PAY ITEM No 630-2-11 and 630-2-12 CONDUIT SHALL BE 2" SCHD 40 PVC INSTALLED AT A 36" MIN DEPTH. ENSURE THAT THE CONDUIT IS TERMINATED INSIDE OF THE PROPOSED CONTROLLER CABINET .

PAY ITEM No 635-2-11 and 635-2-12 PULL BOXES AND COVERS SHALL BE NON-METALLIC CONSTRUCTION WITH RECESSED COVER LOGO "TRAFFIC SIGNAL" OR "FIBER OPTIC" AS APPROPRIATE.

PAY ITEM No 634-5-1 THE CONTRACTOR SHALL INSTALL NON-CONDUCTIVE INSULATORS WHERE CATENARY AND MESSENGER WIRES CROSS OVERHEAD POWER CONDUCTORS. THE CONTRACTOR SHALL COORDINATE WITH OCALA ELECTRIC UTILITY PRIOR TO PROCUREMENT OF MATERIALS TO CONFIRM

REQUIREMENTS FOR CROSSING OF THE ELECTRIC LINES.

PAY ITEM No 639-1-122 SHALL INCLUDE ALL FEES AND DEPOSITS REQUIRED BY THE ELECTRIC POWER COMPANY FOR ENERGIZING THE POWER SERVICE. THE CONTRACTOR SHALL VERIFY THE POWER SERVICE REQUIREMENT WITH THE CITY OF OCALA AND THE ELECTRIC POWER COMPANY PRIOR TO BIDDING THE PROJECT. AN ELECTRICAL SERVICE RISER AT THE POWER POLE INDICATED AS POWER SOURCE SHALL BE INCLUDED.

PAY ITEM No 641-2-30 SHALL INCLUDE ALL LABOR AND EQUIPMENT TO INSTALL TYPE P-VIII PRESTRESSED CONCRETE POLES TO BE FURNISHED BY THE CITY OF OCALA. SHALL INCLUDE TRANSPORT BY THE CONTRACTOR OF THE FURNISHED POLES TO THE CONSTRUCTION SITE.

PAY ITEM No's 650-1-24, and 650-1-26 SHALL BE DIALIGHT BRAND XLF OF XOD SERIES WITH TINTED LENSES OR LATER, AND CONFORM TO MUTCD AND SECTION 650 OF THE FDOT STANDARD SPECIFICATIONS. AND SHALL INCLUDE INSTALLATION OF RETRO-REFLECTIVE BACKPLATES. VEHICULAR SIGNAL DISPLAYS SHALL BE

FLAT BLACK IN COLOR.

PAY ITEM No 653-1-11 PEDESTRIAN SIGNAL ASSEMBLY SHALL BE CAST ALUMINUM HOUSING WITH DIALIGHT BRAND "WALKING PERSON" AND "HAND" ICON PEDESTRIAN SIGNAL COUNTDOWN MODULES IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD, SECTION 653 OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION,) AND THE INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) PEDESTRIAN TRAFFIC CONTROL SIGNAL INDICATIONS - PART 2: LIGHT EMITTING DIODE

(LED) PEDESTRIAN SIGNAL MODULES.

PAY ITEM No 660-6-121 and 660-6-122 TRAVEL TIME READER SHALL BE ITERIS BLUETOAD SPECTRA RSU-CV2X SYSTEM WITH SHORT ANTENNAE KIT, COMPATIBLE WITH THE CITY'S

EXISTING TRAVEL TIME READER SOFTWARE.

PAY ITEM No 665-1-11 SHALL BE POLARA BDL3 SERIES PIEZO PUSH BUTTON. CONTRACTOR SHALL CONFIRM THAT A 4'x4' FLAT LANDING AREA IS PRESENT ADJACENT TO THE DETECTOR .

PAY ITEM No 670-5-300 SHALL INCLUDE ALL LABOR AND EQUIPMENT TO INSTALL TRAFFIC CONTROLLER ASSEMBLY WITH THE CABINET TO BE FURNISHED BY THE CITY OF OCALA. SHALL INCLUDE CONSTRUCTION OF THE CONCRETE BASE AND ALL ITEMS REQUIRED FOR INSTALLATION SPECIFIED IN THE

CITY OF OCALA STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 34 41 13.

PAY ITEM No 682-1-113 ITS CCTV CAMERA SYSTEM SHALL BE AXIS Q6315-LE PTZ DOME CCTV CAMERA COMPATIBLE WITH THE CITY'S EXISTING VIDEO WALL DISPLAY SOFTWARE. CONTACT PUBLIC WORKS TRAFFIC DIVISION AT 352-351-6733 FOR CURRENT APPROVED MANUFACTURER. CAMERAS SHALL BE

INSTALLED USING A J-PIPE POLE AFFIXED TO THE STRAIN POLE

PAY ITEM No 684-1-1 SHALL BE ALCATEL OS 6465 SERIES, FL. APL #634-00-040 WITH FIBER AND ETHERNET CONNECTION CABLE PANEL.

PAY ITEM No 685-1-13 SHALL CONSIST OF AN ALPHA TECHNOLOGIES FXM HP1100 UNINTERRUPTED POWER SUPPLY (UPS) WITH AN ALPHA TECHNOLOGIES SE48-2216 BBS ENCLOSURE WITH UATS,RM FOR FXM-1100/2000, 5 FT, BCK, AG, LAMP, LRI, SLIDE OUT BATTERY TRAYS, NAT. Al NO GENERATOR COMPARTMENT AND FOUR (4) ALPHA-CELL 100 XTV 12-VOLT BATTERIES COMPATIBLE WITH THE CITY'S EXISTING UPS/BBS SOFTWARE.

PAY ITEM No 700-5-22 LED STREET NAME SIGNS SHALL BE POWERED FROM A BREAKER LOCATED IN THE ELECTRICAL SIGNAL SERVICE DISCONNECT AND THE PHOTO CELL SHALL ALSO BE INSTALLED ON THE OUTSIDE OF THE ELECTRICAL SIGNAL SERVICE DISCONNECT. SHALL BE TRANSPORTATION

CONTROL SYSTEMS FREE-SWINGING DUAL FACE LED BRITELITE TCSSIGNBL SERIES.

PAY ITEM No G-105 INCLUDES ALL LABOR AND EQUIPMENT TO REMOVE ALL CONFLICTING PAVEMENT MARKINGS WITHIN THE PROJECT AREA. MEANS AND METHODS SHALL BE APPROVED BY THE CITY AND FDOT PRIOR TO WORK AS TO ENSURE MINIMUM DAMAGE TO THE EXISTING ASPHALT SURFACE.

W

FM FM FM FM FM FM

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

S S

SSSSSSSSSSSSSSSSSSSSSSSS SSSS SS SS SS SS SS SS SS SS SS SS

O E

O E

O E

O E

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE

XXXXXX

X

X

X X

BFO

G

X

X

X

XXXXXX

XX

X

X

X X

X X

X

X

G

G G

G

G G

G

F M

F M

F M

F M

FM

FM

G G

G G

G

G G

G G

G

B F O

B F O

B F O

B F O

B F O

BFO

BFOBFOBFO

W W W W

W

W

W W

W W

W W W W W W W

W

W

B F O

B F O

B F O

BF

O

W

WW

GGG

GGGGGG

G

G

S

AN

S S

S S

S S

S S

S S

S

AN

S

AN

NORTH-SOUTH 1/4 SECTION LINE

SECTION 22, TOWNSHIP 15

SOUTH, RANGE 21 EAST

S W t h

A V E

S W r d

C O U R T

REFER TO "SOUTHWEST

CORNER PLAN VIEW"

ON SHEET No T09

REFER TO "NORTHWEST

CORNER PLAN VIEW"

ON SHEET No T09

REFER TO "SOUTHEAST

CORNER PLAN VIEW"

ON SHEET No T09

STRAIN POLE "B"

STRAIN POLE "D"

STRAIN POLE "A"

HYD

630-2-11 [10 LF]

(3 RUNS)

635-2-11 [2 EA]

641-2-30 [1 EA]

STRAIN POLE "C"

630-2-11[10 LF]

(3 RUNS)

635-2-11[2 EA]

641-2-30[1 EA]

630-2-11 [10 LF]

(3 RUNS)

635-2-11 [2 EA]

641-2-30 [1 EA]

630-2-11[10 LF]

(3 RUNS)

641-2-30[1 EA]

(5 RUNS)

630-2-12[120 LF]

(5 RUNS)

630-2-12

[115 LF]

[110 LF]

(5 RUNS)

A

CD

B

635-2-12 [1 EA]

635-2-12 [1 EA]

635-2-12[1 EA]

BORE LOCATIONS

PROVIDED FOR

CLARITY ONLY

SPAN 1

SPAN 2

SPAN 3

SPAN 4

L- 7A

L- 4A

L- 4B

L-5A

L- 3A

L- 8A

L- 8B

L-1A

630-2-11[380 LF]

LOOP DETECTORS

635-2-11[3 EA]

660-2-102[4 AS]

630-2-11 [380 LF]

LOOP DETECTORS

635-2-11 [3 EA]

660-2-102 [4 AS]

630-2-11

LOOP DETECTORS

635-2-11 [1 EA]

660-2-106 [3 AS]

[50 LF]

SW 20th STREET

SOD AREA BETWEEN BACK

OF SIDEWALK AND ROW

(UNLESS OTHERWISE NOTED)

630-2-11[5 LF]

(6 RUNS)

632-7-1[1 PI]

633-3-16

635-2-11

635-2-12

670-5-300

684-1-1

685-2-1

[3 EA]

[2 EA]

[1 AS]

[1 EA]

[1 EA]

[1 EA]

630-2-11

635-2-11[1 EA]

639-2-1

ELECTRIC SERVICE

630-2-11[25 LF]

635-2-12

FIBER SERVICE

639-1-122

641-2-12[1 EA]

[20 LF]

[10 LF]

[1 AS]

[1 EA]

PROPOSED TRAFFIC

CONTROLLER ASSEMBLY

PROPOSED FIBER AND

ELEC INTERCONNECT

POINT (L6066)

639-3-11[1 EA]

685-1-13[1 EA]

(1 RUN)

L-6A

L-6B

L-6C

L-6D

L-2B

L-2A

L-2D

L-2C

132'196'

132' 196'

660-2-106 [1 AS]

660-2-106[1 AS]

P6

P8

7 4 4P8

P2 C1

8 8 3

P6

P4B C

P4

B

A

660-6-122 [1 EA]

(1 RUN)

634-4-153[1 PI]

600-6-121[1 EA]

682-1-113 [1 EA]

ITS CCTV

MOUNTED

TO STRAIN

POLE "B"

D

D

D

D

PLACE PSB IN SOD AREA BETWEEN CURB

AND FACE OF SIDEWALK (TYP, 3 PLCS)

85+00 86+00 87+00 88+00 89+00 90+00

End STA. 145+33.84

Beg. STA. 100+00.00

630-2-11 [50 LF]

635-2-11 [1 EA]

660-2-106 [3 AS]

LOOP DETECTORS

630-2-12

+75.00, 62.00 LT.

EL 77.20 EL 77.10

EL 79.55EL 77.58

EL 77.92

EL 76.74

EL 77.59

EL 77.22

634-5-1 [12 LF]

+74.00, 60.00 RT.

634-5-1[12 LF]

+53.50, 62.00 LT.

634-5-1[24 LF] +56.00, 60.00 RT.

EL 77.61

EL 76.68

EL 77.56

EL 77.45

P2

REFER TO "NORTHEAST

CORNER PLAN VIEW"

ON SHEET No T09

REGRADE

TO EL 78.50

L-2.2PB L-2.1PB

L- 4P

B

L-1PBL-6.2PB

L-5PB

L-6.1PB

L- 8P

B

SW 20th STREET

N

1"

0'

SW 20th St

96" (TYP)

7" (TY

P)

EM

(T

YP

7" (TY

P)

Michael Romaine

STRAIN POLE SIGNALIZATION

PLAN, DETAILS, AND SCHEDULES

T08

T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\PLANSG01 (SP).dwg

PREPARED BY

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

PROJECT No. 22602

3/14/2025

(T

YP

700-5-22 [1 EA]

2.25R (TYP)

700-5-22 [2 EA]B

C

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

SCHEMATIC DIAGRAMS REFERENCE FDOT INDEX 671-001,

SHEET 1 of 2 "STANDARD SIGNAL OPERATING PLANS - SOP 10"

NOT TO SCALE

OVERHEAD SIGN DETAILS

SW 43rd Ct

700-5-22 [1 EA]

A

SW 44th Ave

MIN - -MIN -

2.0 2.0

5.1

3.03.0

43 65 7 8

RECALL

5.1

2.0

1 2

YELLOW

ALL RED

TIMING FUNCTION / MOVEMENT

EXTENSION (PASSAGE)

MINIMUM GREEN (INITIAL)

MAXIMUM GREEN I

4.8

3.0

2.0

3.0

5.1

2.2

3.0

4.4

2.0

3.0

5.1

2.2

3.0

4.8

2.0

3.0

4.8

PEDESTRIAN WALK

PEDESTRIAN CLEARANCE

7 77 7

ROADWAY TRAFFIC NOTES:

1. MAJOR ROADWAY = SW 20th STREET (E & W) MINOR ROADWAY = SW 44th AVENUE (NORTH) MINOR ROADWAY = SW 43rd COURT (SOUTH)

2. FLASHING OPERATION: YELLOW SIGNAL FOR MOVEMENTS 2 AND 6,

RED SIGNAL FOR MOVEMENTS 1, 3, 4, 5, 7, AND 8

3. EXISTING STOP SIGN AND STREET SIGN ASSEMBLIES ON SW 44th AVENUE AND SW 43rd COURT SHALL BE REMOVED ONCE SIGNAL IS OPERATIONAL

4. DETECTABLE WARNING SHALL BE PROVIDED AT ALL EXISTING AND

PROPOSED HANDICAP RAMPS AS PER FDOT INDEX # 522-02

CONTROLLER TIMING SCHEDULE

30 30 30

PAVEMENT MARKING NOTE:

PAVEMENT MARKINGS PROVIDED

ON THIS INTERSECTION PLAN

VIEW REFLECT THE PROPOSED

CONDITIONS UPON COMPLETION

OF THIS PROJECT AS PER S&PM

SHEETS T14 AND T15

SIGNAL OPERATING PLAN SOP IO

LOOP DETECTION

ASSIGNMENTS

C1

MOUNTED TO STRAIN POLE "C"

MOUNTED TO STRAIN POLE "A"

MOUNTED TO STRAIN POLE "B" & "D"

= LOOP DETECTOR TYPE 'B'

L-#X = LOOP DETECTOR ID

= LOOP DETECTOR TYPE 'F'

650-1-26

(4 AS)

650-1-24

(8 AS)

3-SECT

1-WAY

4-SECT

1-WAY

NOT TO SCALE

G

FY

SY

R

G

R

Y

SIGNAL

HEAD DETAILS

NOT TO SCALE

PEDESTRIAN PEDESTAL

ACTUATION SIGN DETAILS

TF 1 1

TF 2 2

TF 55

TF 66

TF 3 3

TF 4 4

TF 77

TF 88

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

STEADY

TIMER

FLASHING

ON < street name >

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

TO CROSS

PUSH BUTTON

STEADY

TIMER

FLASHING

ON < street name >

P6 P4

P2P8

P6

P4P2

P8 SW 43rd CT

SW 20th STSW 44th AVE

NENWNENW

SW SESESW

SW 44th AVE

SW 20th ST

SW 20th ST

SW 20th ST SW 43rd CT

LOOP

DETECTOR

L-8

L-6

L-5

L-2

L-6

L-2

L-8 L-3 L-4 L-4

ASSIGNED

TO

MOVEMENT

L-7

L-1

DETECTION

OPERATION

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

NORMAL

OR OR 8

8 3

PHASE 1

PHASE 2

PHASE 3 PHASE 4

PHASE 5

PHASE 6

PHASE 2 PHASE 5

INCLUDED

IN 665-1-11

DELAY

(SEC)

LOOP

SET

LOCATION

EAST

SW 20th

STREET

WEST

SW 20th

STREET

NORTH

SW 44th

AVENUE

SOUTH

SW 46th

COURT

OVERHEAD STREET SIGN NOTES:

1. OVERHEAD STREET NAME SIGN(S) SHALL BE INTERNALLY

ILLUMINATED, DOUBLE-SIDED, FREE-SWINGING WITH

WHITE LEGEND ON GREEN BACKGROUND (FDOT 700-050)

2. TYPICAL FEATURES:

- CORNER RADIUS = 2.25"

- BORDER WIDTH = 0.75"

- BORDER COLOR = WHITE

ARROW

LEFT TURN

YIELD ON

FLASHING

YELLOW

MUTCD R10-12A

"LEFT TURN YIELD ON

FLASHING YELLOW"

SIGN 30"x36"

MUTCD R10-3i

(LEFT ARROW)

9" x 15"

(4 EA)

MUTCD R10-3i

(RIGHT ARROW)

9" x 15"

(4 EA)

700-3-201 [4 EA]D

OE OE OE OE OE OE OE OE OE OE OE OE

XXXXXXX

X

X

BFO

BFO

BFO

BFO

B F O

BFOT(A)

BFO

BFO

BFO

W W

W W W W W W W W W W

W

W

W

W W

W

B F O

B F O

B F O

W

W

FM FM FM FM FM FM FM FM FM

O E

O E

O E

O E

O E

O E

O E

G

G

G

G

G

G G

G

G

G G

G

GGGGGG

G

G

G

FM FM FM FM FM FM FM FM

X

X

X

XXX

X

X

X

X

X

X

X

B F O

B F O

B F O

B F O

B F O

B F O

B F O

W

W W

W

W W

W W

B F O

B F O

BF

O

BF

O

BF

O

BF

O

GGGGGG

G

G G

GGGGG

OE OE OE OE OE OE OE OE OE OE OE OE

O E

O E

O E

O E

O E

O E

O E

O E

OE

OE

OE

OE

OE

OE

F M

F M

F M

F M

F M

F M

F M

F M

G G

G G

G

G G

G G

BFOBFOBFO

BFO

BFO

W W W W W W W W W W

NORTHWEST CORNER PLAN VIEW of SW 20th STREET & SW 44th AVENUE

NORTHEAST CORNER PLAN VIEW of SW 20th STREET & SW 44th AVENUE

SOUTHWEST CORNER PLAN VIEW of SW 20th STREET & SW 43rd COURT

SOUTHEAST CORNER PLAN VIEW of SW 20th STREET & SW 43rd COURT

Michael Romaine

STRAIN POLE PEDESTRIAN

SIGNAL PLAN VIEW DETAILS

T09

T:\_sd-ENG-Transportation\Projects\2022\600 TRAFFIC\22602 SW 44th Avenue and SW 20th Street Signal Design (SPole)\02260211103\Signalization\PLANSG01 (SP).dwg

NOEL JOHN COOPER, P.E.

P.E. LICENSE NUMBER: 69534

STATE OF FLORIDA, DATED: / / .

VALID ONLY WITH EMBOSSED SEAL

ENGINEER OF RECORD

DESCRIPTIONDATE DESCRIPTION DATE

R E V I S I O N S

SHEET

No.

TH

E O

F F

IC

IA

L

R E C

OR

D O

F T

H

IS

S H E E T

IS

T

H E E

LE

C

TR

ON

IC

F

IL

E D

IG

IT

AL

LY

S

IG

N E D A

N D S

E

AL

E D U

N D E R R

U

LE

1G

-2

3.

4‚ F

.A .C

PROJECT No. 22602

PROJECT NAME: SW 44TH AVENUE - SW 20TH STREET SIGNALIZATION

3/14/2025

P6

P4

P6

P8

P8

P2

P2

P4

FIBER CONNECTION TO

PROPOSED SIGNAL CABINET

SHALL BE INSTALLED BY

CITY OF OCALA FIBER

L140

PROPOSED SIDEWALK

SHALL MATCH EXISTING

SIDEWALK ELEVATION

PROPOSED SIDEWALK

SHALL MATCH EXISTING

SIDEWALK ELEVATION

HYD

L6066

L7391

144+63.50, 52.00 RT

144+79.00, 66.50 RT

100+61.00, 54.00 LT

100+50.00, 65.00 LT

RIGHT of WAY

630-2-11[10 LF]

(2 RUNS)

646-1-11[1 EA]

653-1-11[1 AS]

665-1-11[1 EA]

SW…